Behaviour of kempas timber beam strengthened with CFRP and steel plates under bending

Azlan, Hafizah Muhamad; Ahmad, Zakiah; Ibrahim, Azmi; Hassan, Rohana

doi:10.1109/beiac.2013.6560174

Cited by 2 publications

(1 citation statement)

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“…Structural adhesives and bonding have been reviewed by Kinloch [1] and Mays and Hutchinson [2]. Studies on bonded-in connections are still limited and the focus of these studies is mainly on the design of the connections with variation in rod type and size, glueline thickness, type of timber and type of connections [3][4][5][6][7]. The capacity of the bonded structure and its serviceability is basically influenced by the bond integrity.…”

Section: Introductionmentioning

confidence: 99%

Strength and Interface Adhesion Properties of in-Plane Shear Loaded Thick Adhesive Joint

Azlan¹,

Francis²,

Ahmad³

2018

IJET

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This paper addresses the quality of the interface bonded joints in layers of timber elements. The shear performance was studied to assess the suitability of adhesive to bond timber with different thickness of glueline and timber densities. Since there is absolute test method in establishing the shear strength of the surface bonds between layers timber elements, two test methods were used namely Thick Adherend Shear Test [TAST] and Lap Shear Test. The adhesived used is Sikadur-30 and timber used are Sesendok, Bintangor and Kempas with average densities 400-600kg/m3, 600-800kg/m3 and 800-1000kg/m3 respectively. Obtained results suggest that the interface stress distribution are related to the thicknesses of adhesive and densities of timber.

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